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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />++ <br />1, <br />Z <br />STEEL REINFORCING IN GROUTED <br />g <br />STEEL REINFORCING IN GROUTED <br />([' -' — - — <br />r <br />CELL SEE PLAN FOR SIZE AND <br />d C <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />I <br />v— <br />b <br />Q <br />SPACING REQUIREMENTS <br />¢� <br />U <br />.I <br />1vs •w. ... <br />�( GARAGE DOOR <br />(W'k <br />a1 W <br />r8 <br />�a <br />W <br />RECESS <br />m J <br />mM <br />Q <br />FM <br />g� <br />w Z <br />2- <br />8' CMU WALL <br />O <br />8" CMU WALL <br />! . CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />w = <br />B+ <br />O io <br />b <br />�� <br />- Z <br />— +- 0'-0' <br />> °I <br />IN FOUNDATION WITH 30" LEG EACH <br />LLI <br />b <br />+" 0-0' <br />_- <br />d°V#" J WAY AT ALL CHANGES IN DIRECTIONS <br />N tYt <br />TOP OF SLAB <br />° - - TOP OF SLAB <br />( � SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />,/�" <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />° a. <br />4 <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4"CHAMFER (1-STORY) <br />° <br />EXT. PORCH SLAB <br />- VARIES <br />� SEE SLAB SCHEDULE TOP OF GARAGE <br />o. LL CONTINUOUS STEEL MONOLITHIC <br />I <br />- • FOOTING REINFORCEMENT SEE SCHEDULE <br />Z;p. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1l2" ISOLATION <br />JOINT (WHERE # # <br />8" CHAMFER (2-STORY) #3 18" <br />#4 24" <br />WI 1l2" ISOLATION <br />� 4" CHAMFER (I -STORY) <br />I � 6" CHAMFER (2-STORY) <br />`—'j ; <br />° <br />0•{p <br />APPLICABLE) z - <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />EE SCHEDULE <br />Z ° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE #6 36" <br />36" <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:34'=1'4r <br />2 @ GARAGE SCALE:34"=1'-0" <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=V-0" <br />SCALE: 314"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ i6d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />I <br />PLANS FOR SPACING. SINGLE <br />j N NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />SECURED W/ 2- PART <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />4. I EPDXY. MIN. EMBED <br />SLAB' /t'd MASONRY <br />GALVANIZED PIPE <br />$ 8", UNO <br />NAIL 16" OIC STAGGERED. <br />W/FLANGE @ BASE <br />2 FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />0_ I SPECIFICATIONS FOR <br />USE AND <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />o <br />PREPARATION OF <br />w <br />UPLIFT IS PRESENT. <br />HOLE. <br />Z K <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TOui <br />Q <br />SLAB W/(4) 1/4" X 21/4" <br />TAPCONS <br />�'QQ" <br />TOP OF SLAB . <br />4" CHAMFER (1-STORY)6"CHAMFER <br />(2-STORY) <br />=AND <br />ULE <br />SIZE <br />NTITY <br />ADDING BAR TO <br />p INTERIOR CURB FOUNDATION <br />WOOD WALL <br />MONOLITHIC FOUNDATION <br />V SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />( � �- <br />6 SCALE:3/4"=1'-0" <br />SCALE:3/4"=1'-0'• <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL Wl PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />a: <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />4 m <br />REQUIRED WHEN NO <br />/n <br />Z 8" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />Q <br />TOPOF SLABI$o <br />4 TOP OF SLAB <br />SEE SLAB SCHEDULE•��+"'°tie <br />2XWALLFRAMING <br />-0'-0'1/2" <br />SLAB4• <br />DIA. SIMPSON STB2 BOLTS S' <br />MINIMUM EMBEDMENT INTO <br />ENDS <br />116"0,C. <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />CHAMFER (1-STORY) <br />ZwTOPOF <br />BAR SIZE 48 BAR DIA. > 44" <br />M OGROUTED <br />18" <br />CELL, 4" FROM AND <br />W/ 112" ISOLATION <br />6" CHAMFER (2-STORY) <br />#3 <br />O <br />VERTICALLY MAX <br />JOINT (WHERE <br />#4 24" <br />APPLICABLE) <br />Z MATCH STEEL <br />#5 30" <br />SEE SCHEDULE <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />#6 36" <br />6" PVC CHASE THRU FOOTING <br />FOR WxD, BAR SIZE <br />THRU FOOTING <br />#7 42" <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />scALE:3/4"=1'-0" (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />181 <br />THRU FOOTING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />a <br />fBVHDIV. ae L,OT: <br />ABBOTT PARK <br />LOT #10 <br />BLK #15 <br />PROJECT* <br />04181.000-10151 <br />MODEla <br />4EHB <br />"2605-HAYDEN" <br />GARAGE BVFMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE' NT 08/13/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1.1A <br />